DETAN TENSION ROD SYSTEM ETA DT-S 04/18- E...ETA-05/0207 Page 3 of 19 1 20 April 2018 English translation prepared by DIBt Specific part 1 Technical description of the product The

ETA_DT-S 04/18- EDETAN TENSION ROD SYSTEM

FAÇADE

Note: English translation prepared by DIBt - Original version in German language.

HALFEN TENSION ROD SYSTEMS

Genera l note

This approval only applies to original HALFEN products manufactured by HALFEN. The specifications in this approval are not transferable to other products. Users are fully liable for personal injuries and material damage caused by third-party products used instead of HALFEN products.

Use of third-party products

Deutsches Institut

für Bautechnik DIBt

Approval body for construction products and types of construction

Bautechnisches Prüfamt

An institution established by the Federal and Laender Governments

European Technical Assessment

* * * Deslgnated * accordlng to * Article 29 of Regula-* tion (EU) No 305/2011 *

and member of EOTA (European Organi-* sation forTechnical *

Assessment)

* * * ET A-05/0207 of 20 April 2018

Member of

www.eota.eu

English translation prepared by DIBt - Originalversion in German language

General Part

Technical Assessment Body issuing the European Technical Assessment:

Trade name of the construction product

Product family to which the construction product belongs

Manufacturer

Manufacturing plant

This European Technical Assessment contains

This European Technical Assessment is issued in accordance with Regulation (EU) No 305/2011, on the basis of

This version replaces

Deutsches Institut für Bautechnik

Deutsches Institut für Bautechnik

HALFEN Tension Rod System DETAN-S

Prefabricated Tension Rod System

HALFEN GmbH Liebigstraße 14 40764 Langenfeld DEUTSCHLAND

HALFEN GmbH Otto-Brünner-Straße 3 06556 Artern DEUTSCHLAND

19 pages including 14 annexes which form an integral part of this assessment

EAD 200032-00-0602

ETA-05/0207 issued on 19 April 2013

Kolonnenstraße 30 B l 10829 Berl in I GERMANY I Phone: +493078730-01 Fax: +493078730-3201 Email:[email protected]

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European Technical Assessment ET A-05/0207 English translation prepared by DIBt

Deutsches Institut


Page 2 of 19 1 20 April 2018

The European Technical Assessment is issued by the Technical Assessment Body in its official language. Translations of this European Technical Assessment in other languages shall fully correspond to the original issued document and shall be identified as such.

Communication of this European Technical Assessment, including transmission by electronic means, shall be in full. However, partial reproduction may only be made with the written consent of the issuing Technical Assessment Body. Any partial reproduction shall be identified as such.

This European Technical Assessment may be withdrawn by the issuing Technical Assessment Body, in particular pursuant to information by the Commission in accordance with Article 25(3) of Regulation (EU) No 305/2011.

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European Technical Assessment ETA-05/0207 Page 3 of 19 1 20 April 2018

English translation prepared by DIBt

Specific part

1 Technical description of the product

The construction product is a prefabricated tension rod system of different system sizes used as a kit. The tension rod system consists of steel bars (tension rods) with external threads which are connected to each other and to the corresponding structure by special connecting devices. The tension rods are connected to the corresponding structure by steel or steel cast fork end connectors or by steel spades with eye loops and internal thread. The fork end connectors and spades are connected by double shear pin connections to corresponding steel gusset plates or anchor discs. The tension rods are connected to each other by threaded steel sleeves (couplers, couplers with additional gusset plate, hexagon couplers and cross couplers), or by a fork end combination with a spade.

The tension rod system comprises tension rods, fork end connectors, spades, gusset plate, anchor discs, pins and threaded sleeves with metric ISO threads M 6 to M 95.

Drawings of the tension rod system and the components as weil as the essential dimensions of the components are given in the Annexes to this ETA.

The dimensions, tolerances and materials of the components of the tension rod system not indicated in Annexes shall correspond to the respective values and information laid down in the technical documentation 1 to this European Technical Assessment.

2 Specification of the intended use in accordance with the applicable European Assessment Document

215424.18

The tension rod system is intended for the use in structures with static or quasi-static loads in accordance with EN 1990:2002, where no verification of fatigue relating to EN 1993-1-9:2005 is necessary.

The intended use comprises for instance the suspension of roof structures or vertical glazing as weil as bracings and truss structures.

The tension rod system is not subjected to systematic bending.

The fork end connectors may also be connected to compression rods. The compression rods themselves are not part of the ETA.

The performances given in Section 3 are only valid if the tension rod system is used in compliance with the specifications and conditions given in Annex0 A and Annexes B1 to B10.

The verifications and assessment methods on which this European Technical Assessment is based lead to the assumption of a working life of the tension rod system of at least 25 years. The indications given an the working life cannot be interpreted as a guarantee given by the producer, but are to be regarded only as a means for choosing the right products in relation to the expected economically reasonable working life of the works.

The technical documentation to this European Technical Assessment is deposited with Deutsches Institut für Bautechnik and, as far as relevant for the tasks of the approved bodies involved in the attestation of conformity procedure is handed over to the approved bodies.

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European Technical Assessment ET A-05/0207 Page 4 of 19 l 20 April 2018

English translalion prepared by DIBt

3

3.1 3.1.1

3.1.2

3.2

Performance of the product and references to the methods used for its assessment

Mechanical resistance and stability (BWR 1)

Fork end connector, spade, gusset plate, anchor disc, pin, threaded sleeves

Essential characteristic Performance

Geometry incl. tolerances

Dimensions incl. tolerances See Annexes B3 to B10

Thread incl. tolerances

Material See Annex B2

Load bearing capacity See Annex A

Resistance to corrosion

Tension rod


Nominal rod diameter

Thread incl. tolerances See Annexes B4

Yield strength

Tensile strength See Annex B2

Material

Tension resistance

Compression force See Annex A

Resistance to corrosion

Safety in case of fire (BWR 2)

Tension rod, fork end connector, spade, gusset plate, anchor disc, pin, threaded sleeves


Reaction to fire Class A 1 in accordance with EN 13501-1 :2007+A1 :2009

The components of the tension rod system satisfy the requirements for performance class A 1 of the characteristic reaction to fire, in accordance with the provisions of EC decision 96/603/EC (as amended).

3.3 Safety and accessibility in use (BWR 4)

Same as BWR 1.

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Page 5 of 19120 April 2018

4 Assessment and verification of conslancy of performance (AVCP) system applied, with reference to its legal base

In accordance with European Assessment Document EAD No. 200032-00-0602, the applicable European legal act is: 98/214/EC.

The system to be applied is: 2+

5 Technical details necessary for the implementation of the AVCP system, as provided for in the applicable EAD

Technical details necessary for the implementation of the AVCP system are laid down in the control plan deposited with Deutsches Institut für Bautechnik.

lssued in Berlin on 20 April 2018 by Deutsches Institut für Bautechnik

BD Dipl.-Ing. Andreas Kummerow

Head of Department

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Bertram

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Deutsches Institut


Annex A

A.1 Assumptions concerning design

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The design of the tension rod system is carried out under the following conditions:

The loading is static or quasi-static in accordance with EN 1990:2002 without need of verification of fatigue relating to EN 1993-1-9:2005.

The tension rod systems are not used, when constructions are susceptible to vibrations under wind loads or wind-induced cross vibrations of the entire construction appear.1

Dimensions, material properties and screw-in lengths given in Annex B are observed.

The tension rod system is not subjected to systematic bending.

The verification concept stated in EN 1990:2002 as weil as the design values of resistance stated below are used for design.

The rules given in EN 1090-2:2008 and EN ISO 12944:1998 are taken into account.

Design is carried out by the designer of the structure experienced in the field of steel structures.

Design tension resistance of the entire tension rod system

The design value F1,Ro of the tension resistance of the entire tension rod system (tension rods, fork end connectors, spades, pins, threaded sleeves, gusset plates and anchor discs) is the value of the design tension resistance Ft,Rd,Tension Rod of the tension rod.

The design values shall be determined according to EN 1993-1-1 :2005 +AC:2009 and EN 1993-1-8:2005 +AC:2009 as follows:

Ft,RD,Tension Rod = min {A • fy,k/'YMo; 0.9 • As • fui'YM2}

A minimum cross section of the unthreaded part of the tension rod

As cross section of the threaded part of the tension rod

fy,k characteristic value of the yield strength of the tension rod according to Rpo,2 given in Annex B2

fu,k characteristic value of the tensile strength of the tension rod according to Rm given in Annex B2

YMo = 1.00 for steel

YM2 = 1.25

The values given for the partial safety factors YMo and YM2 are recommended m1rnmum values. They should be used in cases where no values are given in national regulations of the Member State where the tension rod system is used or in the respective National Annex to Eurocode 3.

The design tension resistance Fi,Ro of the entire tension rod system determined with the recommended partial safety factors YMo and YM2 is given in Annex B 11.

The national provisions of the Member State applicable for the location where the product is incorporated in the works shall be taken into account.

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226386.18

Design values of the compression force of tension rods and compression rods

The design value of the compression force F c,RD of tension rods or compression rods in combination with fork end connectors in accordance with Annex 83 is the minimum value of

- the design value of the compression force of struts in the cross-section of the thread and

- the design value of the compression force of struts calculated in accordance with EN 1993-1-1:2005.

The design value of the compression force of struts in the cross-section of the thread Fc,RD should be determined as follows:

__ [ YM2 (w ~ b + nt[) · YMol -i Fc,RD --- +

As ' !11,c wpl,s • [y,c

As tensile stress area of the thread

Wpi,s plastic section modulus of the core cross section

fy,c characteristic value of the yield strength of the strut, where fy,c = ReH characteristic value of the yield strength of the strut in accordance with product standard

fu,c characteristic value of the tension resistance of the strut, where fu,c = Rm characteristic value of the tensile strength of the strut in accordance with product standard

The dimensions of w, b, nRV are stated in Annex 83.

Recommended values for the partial safety factors YMo and YM2 are:

YMo = 1.00 for steel

YM2 = 1.25

The design value of the compression force of struts has to be determined in accordance with EN 1993-1-1:2005 considering the additional bending strength in consequence of one-sided contact of the gusset plates.

1 n addition EN 1993-1-1 :2005 applies for verification against buckling.

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A.2 Assumptions concerning Installation

The installation of the tension rod system is carried out under the following conditions:

The installation is only carried out in accordance with the manufacturer's instructions. The manufacturer hands over the assembly instructions to the assembler. From the assembly instructions it is followed that, prior to installation, all components of the tension rod system shall be checked for their perfect condition and that damaged components shall not be used.

The fork end connectors are not subjected to sudden or impact loads (for instance pins shall not be adjusted by hammer blows).

The minimum screw-in lengths are marked in an appropriate way. The compliance of the minimum screw-in lengths, given in Annex B, is checked by the assembler in accordance with the assembly instructions. The compliance of the screw-in lengths shall be attested with a written confirmation by a person responsible for the construction site.

The pins of the tension rod system are secured in their position with circlips.

All relevant components shall be checked continuously regarding corrosion damage after installation. The result of the checks shall be recorded.

The conformity of the installed tension rod system with the provisions of the ETA is attested by the executing assembler.

A.3 lndications to the manufacturer

226386.18

The manufacturer shall ensure that the information on the specific conditions is given to those who are concerned. This information may be given by reproduction of the European Technical Assessment. In addition all essential installation data (e.g. minimum screw-in length in accordance with Annex B) shall be shown clearly on the package and/or on an enclosed instruction sheet, preferably using illustration(s).

The prefabricated tension rod system shall be packaged and delivered as a complete unit only (tension rods, fork end connectors and spades incl. pins, threaded sleeves).

Longer systems may be separated at the couplers for easier transportation.

The sizes 76 mm and above are delivered in individual parts. The assembly instructions must be observed to ensure correct assembly on site.

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English translation prepared by O/Bt

Anchor disc

/

/

/

Gusset plate


Components

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Deutsches Institut

für Bautechnik

.

OIBt

Tension rod

Locking nut

Fork end connector

-o~in ·'-. ·0::; Circlip

~ade

~scoupler

/

Annex B1

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English trans/ation prepared by O/Bt

Component System Size

Fork end M6- M30

connector M16 - M95

M6 - M12

Tension M6 - M95

rod

M16 - M95

M16- M95

M6 - M60

M64- M95

M6- M60 Pin

M64- M95

M6- M60

M64- M95

M6 - M95

M6- M95 Coupler

M6- M95

M6 - M95

M6- M95

Gusset M6 - M12

plate M6- M95

Anchor disc M6- M95

Spade M6- M95

Material

S355J2

G20 Mn5+QT

S355J2

S460*

S470*

S520*

C45+QT**

C45+QT**

C45+QT

C45+QT

S460N

S460N

S235JR

S355J2

S460*

S470*

S520*

S235JR***

S355J2

S355J2

S355J2

* S460N or equivalent with special requirements """with tension rod S460N oder S355J2


Material properties of the components

218889.18

Deutsches Institut


Specification Rpo,2 Rm [ N/mm2

] [ N/mm2 ]

EN 10025-2 360 500

EN 10293 360 500

EN 10025-2 355 510

460* 625*

filed with DIBt 470* 700*

520* 720*

470 610**

430 580** EN 10083-2

470 700

430 700

470 700 EN 10025-3

430 700

EN 10025-2 acc. to EN 10025-2

460* 625*

filed with DIBt 470* 700*

520* 720*

EN 10025-2 acc. to EN 10025-2

EN 10025-2 acc. to EN 10025-2

*** with tension rod S355J2

Annex B2

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English translation prepared by 0/Bt

Gusset plate grade S355 for all sizes or S235 for M6 to M12

LO LO C") CT

ci. (/) 0-~

LO C"') N

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1

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für Bautechnik

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:r: ca a. ;: ..0 ~ ·1· ~-, -----·- - ------ ._ _J

1

:E 1 \'LL'. i //// ////t--. ' ' '

=r

-1 Minimum screw-in length

1-nRV

of the tension rod = om - oj

DT-S dA LDT M-LH/

d1 p q q235 q355 r w nRV b am

M-RH [mm)

M6 9,6 42 6 12 16,7 18 16,7 9,3 5,6 32,7 5 10,5 M8 12,6 50 7 16 21,3 21 21,3 11,8 7,7 38,2 7 12,5 M10 15,7 60 9 19,7 26,3 28 26,3 14,8 8,7 45,2 8 15 M12 18,7 73 11 23,6 31,4 33 31,4 17,8 10,7 55,2 10 18,5 M16 25 89 15 33 40,6 41 23,8 16 65,2 15 22,5 M20 31 110 19 40 51 53 29,3 19 80,7 18 27 M24 37 133 23 46,5 60,6 66 34,8 21 98,2 20 34 M27 42 147 26 51 68,5 77 39,3 23 107,7 22 37,5 M30 46,5 160 29 57 75,4 83 43,3 26 116,7 25 42,5 M36 53,5 192 33 68 90 97 51,3 31 140,7 30 51 M42 63 225 40 79 105,2 117 59,8 36 165,2 35 55 M48 74 265 46 90 118,5 134 70,3 41 194,7 40 62,5 M52 80 285 48 98 125 143 76 46 209 45 70,5 M56 86 305 52 107 136,5 152 82,5 51 222,5 50 77,5 M60 91 335 56 116 146 162 88 56 247 55 85 M64 116 380 65 128 176 185 107 57 273 55 95 M76 134 460 75 146 196 222 129 67 331 65 115 M85 152 520 85 166 216 248 149 77 371 75 130 M95 173 580 95 189 236 281 159 88 421 85 155


Dimensions of the fork end connector and minimum dimensions of the gusset plates

Z18889.18

OIBt

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4,5 4,5 5

6,5 7,5 8 11

12,5 12,5 14 15

17,5 20

22,5 25 30 39 45 60

.c ..... 0) C Q)

1B

18 22 28 32 44 52 60 65 72

84 97 111 119 130 139 157 180 202 229

~ tS1 ' ro

~ C .E 0 z II

>< ~

Material Fork end Pin connector

N -, lO lO C") Cl)

f-ON + -, 1.0 lO C lO

~~ 0 ,_ z N 0 0 (!) <O

'cf, ,_ 0

ö + lO

ö 25 + lO C ~ 0 N (!)

Annex B3

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Eng/ish translation prepared by D/Bt

Cut thread

Rolled thread

Cut thread ( Option M64-M95 )

Rolled thread ( Option M64-M95 )

DT-S M-LH / M-RH

M 6 x 1,0

M 8 X 1,25

M10x1,5

M12 X 1,75

M16 X 2,0

M20 x 2,5

M24 X 3,0

M27 x 3,0

M30 X 3,5

M36 x4,0

M42 x4,5

M48 X 5,0

M52 X 5,0

M56 x 5,5

M60 X 5,5

M64 X 6,0

M76 x 6,0

M85 x 6,0

M95 X 6,0

0ds

6

8

10

12

16

20

24

27

30

36

42

48

52

56

60

64

76

85

95


Dimensions of the tension rods

Z18889.18

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[mm] 18 5 21 6

25 8

31 10

38 14

45 18

57 21

64 24

70 27

83 32

91 36

104 41

116 46

128 50

140 55 157 55 192 65

218 75

263 85

Deutsches Institut

für Bautechnik

0dr

5,21

7,04

8,86

10,68

14,50

18, 16

21,80

24,80

27,46

33,12

38,78

44,43

48,43

52,09

56,09

59,74

71,74

80,74

90,72

DIBt

Material

S355 or S460

~ LO Cl) '-0

0 t--..rCl)

ö (0

~

Annex 84

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4 X 90° 0dz X Lz deep 7 (optional)

Minimum screw-in length of the tension rod = om - oj according to Annex B3

DT-S S235 ~S355 LM OS bb ts dz Lz mindM mindM

M-LH / M-RH [mm]

M6 12 12 34 9 6,3 10 - -MS 15 15 40 11 8,4 13 - -M10 20 20 40 13,5 10,5 17 - -

M12 22 22 50 16,5 12,6 19 - -M16 29 27 62 31 16,8 24 - -M20 36 35 78 39 21 30 - -M24 44 42 94 47 25,2 36 - -M27 49 47 104 39,5 28,4 41 - -M30 54 52 120 47,5 31,5 46 - -M36 65 60 140 55 37,8 55 - -M42 76 75 158 64 44,1 65 - -M48 87 85 180 75 50,4 75 - -M52 95 90 195 80 54,6 80 - -M56 108 95 210 87,5 58,8 85 - -M60 120 100 245 105 63 90 - -M64 130 130 270 110 67 115 8,3 12 M76 150 150 328 139 79 130 8,3 12 M85 170 170 370 155 88 150 10,3 12 M95 190 190 450 200 98 160 10,3 12


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0 N LO (/) ... 0

0 r--eh o" <D

eh I!) LO C') Cl)

1() C') N Cl)

Dimensions of the couplers Annex B5

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Minimum screw-in length of the tension rod = om - oj according to Annex B3 */ .. alternative dimensions for a M10 tension rod connection

S235 ~ S355 LM OS bb jL* bL* rL* kM* I*

CO DT-S mindM mindM

·c: (l)

M-LH / M-RH -CO

[mm] ~

M6 12 12 34 9 6,3 6,5 5 9,3 21 20

MB 15 15 40 11 8,4 6,5 5 9,3 21 27

M10 20 20 40 13,5 10,5 6,5 5 9,3 23,5 27

M12 22 22 50 16,5 12,6 6,5/9,5 5/8 9,3/11 27,5/28 32/32

M16 29 27 62 31 16,8 6,5/9,5 5/8 9,3/11 33/31 36/32 0 N

M20 36 35 78 39 21 7,5/9,5 7/8 12/15 37/44,5 41/54 lO Cl)

M24 44 42 94 47 25,2 7,5/9,5 7/8 12/15 44/48 45/54 ... 0

M27 49 47 104 39,5 28,4 9,5 8 15 50,5 54 0 t-

M30 54 52 120 47,5 31,5 9,5 8 15 57,5 58 cJ>

M36 65 60 140 55 37,8 9,5 8 15 72 67 0 (0 "<:f'

M42 76 75 158 64 44,1 9,5 8 15 86,5 75 (/)

M48 87 85 180 75 50,4 11,5 10 18 98,5 87 II') LO (V)

M52 95 90 195 80 54,6 11,5 10 18 111,5 96 (/)

M56 108 95 210 87,5 58,8 11,5 10 18 124,5 104 II') (V) N

M60 120 100 245 105 63 11,5 10 18 137 112 (/)

M64 130 130 270 110 67 11,5 10 18 130 110

M76 150 150 328 139 79 11,5 10 18 140 110

M85 170 170 370 155 88 15,5 15 24 150 110

M95 190 190 450 200 98 15,5 15 24 157,5 110


Dimensions of the couplers with additional gusset plate Annex 86

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English translalion prepared by O/Bt

B--1 1--[}

Deutsches Institut

für Bautechnik

, DIBt

Minimum screw-in length of the tension rod == om - oj according to Annex B3

DT-S mindM LM OS bb ts dz Lz Material

M-LH / M-RH [mm]

M6 12 34 9 6,3 10 - -M8 15 40 11 8,4 13 - -M10 20 40 13,5 10,5 17 - -M12 22 50 16,5 12,6 19 - - 0

16,8 N

M16 28 62 31 24 - - Lt) Cl)

M20 35 78 39 21 30 L.. - - 0

M24 42 94 47 25,2 36 - - 0 t--~

M27 47 104 39,5 28,4 41 - - Cl)

M30 53 120 47,5 31,5 46 0 - - CD ~

M36 64 140 55 37,8 55 - - Cl)

M42 75 158 64 44,1 65 LÖ - - Lt) ('()

M48 87 180 75 50,4 75 - - Cl)

M52 93 195 80 54,6 80 - -M56 98 210 87,5 58,8 85 - -M60 104 245 105 63 90 - -


Dimensions of the hexagon couplers Annex B7

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Eng/ish translation prepared by D/Bt

A-A

:c -' 1

:!E

Deutsches Institut

für Bautechnik

.::LM

[--A

'

DIBt

1 E

-L......u~:::=-~t--t-----,,,:.:._.:::s..L:1--"--=~-L-~-~• ~ Minimum screw-in length of the tension rod= om - oj according to Annex 83

S355 .::S460 S520

1 1 1 1 1 1 DT-S min dM j min dM j min dM 1 LM OS bb bl bc dm

M-LH / M-RH [mm]

M6 12 12 12 70 15 8 24 7,0 9,6 M8 16 15 15 85 17 10 33 10,9 12,6

M10 20 18 18 100 20 12 38 12,0 15,7

M12 24 22 22 120 25 14 46 15, 1 18,7

M16 32 30 30 142 30 18 54 15,8 25 M20 39 36 36 166 35 22 66 19,4 31 M24 47 43 42 200 45 26 78 22,9 37 M27 53 49 48 222 50 29 87 25,5 42 M30 58 54 52 242 55 32 96 28,2 46,5 M36 70 64 62 284 65 38 114 33,4 53,5

M42 82 75 72 310 70 44 128 35,9 63 M48 93,5 85 83 348 80 50 142 38,4 74 M52 103,5 92 90 400 90,5 54 174 55,9 93 M56 113 101 98 440 100 60 191 60,5 98 M60 121 108 105 478 110 64 206 66,1 104 M64 129 115 112 524 125 68 220 71,0 116 M76 155 137 133 631 154 80 263 86,5 134 M85 175 154 150 710 175 90 294 96 152 M95 196 173 167 830 215 100 330 109 173


k

3 4 6 7 9 10 11

12,5 13 15 16 18

17,5 19,5 21 22 25 28 30

Annex 88 Dimensions of the cross couplers

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b -1 1· ·t=~ 0 -~-

~

- . 1-

~ ~

- 1-•- 1-

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a min= 40° a min= 60° a min= 80° DT-S

M-LH/ b 0j 0d 0f 0g 0d 0f 0g 0d 0f M-RH [mm]

M6 5 6,5 27 55 73 22 45 63 12 33

MB 7 7,5 37 75 99 25 55 79 15 42

M10 8 9,5 46 90 120 33 70 100 20 55

M12 10 11,5 56 110 146 35 80 116 22 65

M16 15 15,5 70 140 186 50 110 156 28 85

M20 18 19,5 94 180 238 57 130 188 35 105

M24 20 23,5 106 210 280 63 150 220 40 125

M27 22 26,5 120 240 318 72 170 248 45 140

M30 25 29,5 132 260 346 82 190 276 52 155

M36 30 33,5 156 310 412 92 220 322 62 185

M42 35 41 182 360 480 100 250 370 72 215

M48 40 47 212 420 558 125 300 438 82 250

M52 45 49 228 450 600 130 320 470 90 270

M56 50 53 248 490 652 145 350 512 100 295

M60 55 57 262 520 692 150 370 542 105 315

M64 55 66 270 596 810 160 426 640 100 351

M76 65 76 325 702 960 180 502 760 120 422

M85 75 86 360 777 1075 200 562 860 135 482

M95 85 96 395 832 1150 225 612 930 150 522


Dimensions of the anchor discs K40, K60, K80

Z18889.18

0)

0

ro ·c

0g Q.) -ro :E

51 66 85 101 131 163 195 218 241 N

-:,

287 l() l()

335 (") (/)

388 420 457 487 565 680 780 840

Annex B9

8.06.02-240/1 5



Deutsches Institut


q 0dAj 10dm l ! --~--

E -$. 1 ~-------- - - o ~ Ew ~ ·

- -

' 1 ,,----- ----- C: +' '

ui --- --+ ----1~1------- - ------ --- ~ .[ ~ 1 - --------- (0 -0 ~ 1 ~--------- 0 (1) 4'. ~

1 1' 1 1 j"'t ~b+~~

1

:

LP • 1 5 ·o • ~ ~ I· ~ 2 ~----------L_S_____ ~ : ,

1/ ! v 1/ 1 /

(/)

- -

Pin hole-0 j v · 1/

. 1 1 1 • i'. : ::

' 'T.7 =-;,,/ =/ =,-~7 ==-~7 a=:l.ar::==-i:f'' ~~-=.,-=~~t--::;::;-1--:: i l,

.o-+-- --~r--r-=-,-,.,::--===--1ß@~iiif1-:~;1 ~1~ Minim~crew-in length

1 of the tension rod = om - oj

Version A Version B (Version B with welded eye loop)

DT-S min dA min s min dA min s min s1 0dm om ± oj LS LP r b 0j Material M-LH/ 1-----'----L----'----'------'-----'---'---..__ _ _.__ _ _.__ _ _,___-L-_-f-- - ----1

M-RH [mm]

M6 9,6 16,7 9,6 16,7 9,6 9,6 10,5 4,5 42

MB 12,6 21,3 12,6 21,3 12,6 12,6 12,5 4,5 50

M10 15,7 28 15,7 26,3 15,7 15,7 15 5 60

M12 18,7 33 18,7 31,4 19,9 18,7 18,5 6,5 73

M16 25 43 25 41 28,0 25 22,5 7,5 89

M20 30,7 56 30,7 53 32,9 30,7 27 8 110

M24 37 69 37 66 42,1 37 34 11 133

M27 42 79 42 76 50,0 42 37,5 12,5 147

M30 46,5 87 46,5 83 51,0 46,5 42,5 12,5 160

M36 55,4 104 53,8 97 58,5 53,5 51 14 192

M42 64,8 126 63 117 70,9 63 55 15 225

M48 74,2 144 74 134 79,2 74 62,5 17,5 265

M52 81,6 153 80 143 86,0 80 70,5 20 285

M56 87,8 163 87 152 90,8 86 77,5 22,5 305

M60 94,5 174 93,5 162 102 91 85 25 335

M64 116 200 116 185 116 116 95 30 380

M76 134 240 134 222 140 134 115 39 460

M85 152 270 152 248 157 152 130 45 520

M95 173 300 173 281 178 173 155 60 580


Dimensions of the spade

Z18889.18

19 9,3 5

24 11,8 7 30 14,8 8 37 17,8 10

48 23,8 15 59 29,3 18 73 34,8 20 82 39,3 22 88 43,3 25

106 51 ,3 30 129 59,8 35 150 70,3 40

162 76 45 175 82,5 50

185 88 55 223 107 55 269 129 65

306 149 75

326 159 85

6,5

7,5 9,5

11,5

15,5

19,5

23,5 26,5

29,5

33,5

41 47

49

53 57

66

76 86

96

0

~ Cl) ... 0

0 ,-.. 'V Cl)

ci (D

ci'j 1() lO (Y) Cl)

Annex 810

8.06.02-240/15



System Size S520

M6 -

MB -

M10 -

M12 -

M16 81,22

M20 126,9

M24 182,7

M27 238,1

M30 290,6

M36 423,4

M42 581,1

M48 763,7

M52 911,3

M56 1052,4

M60 1224,5

M64 1387,2

M76 2016,2

M85 2564,9

M95 3252,0

Deutsches Institut

für Bautechnik

design tension resistance of the tension rod system '1,Rd [kN]

S470 S460

- 9,05

- 16,47

- 26,10

- 37,92

78,96 70,50

123,4 110,2

177,7 158,6

231,5 206,7

282,5 252,3

411 ,6 367,5

564,9 504,4

742,5 662,9

885,9 791,0

1023,1 913,5

1190,5 1062,9

1348,7 1204,2

1960,2 1750,2

2493,7 2226,5

3161,6 2822,9

(YMo =1,0 und YM2=1,25 note Annex A)


design tensions resistance of the entire tension rod system

218889.18

DIBt

S355

7,39

13,44

21,30

30,94

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

Annex 811

8.06.02-240/15

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NOTES REGARDING THIS CATALOGUETechnical and design changes reserved. The information in this publication is based on state-of-the-art technology at the time of publication. We reserve the right to make technical and design changes at any time. HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors.

The HALFEN GmbH subsidiaries in Germany, France, the Netherlands, Austria, Poland, Switzerland and the Czech Republic are Quality Management certified according to ISO 9001:2015, Certificate no. 202384-2016-AQ-GER-DAkkS.

Furthermore HALFEN is represented with sales offices and distributors worldwide. Please contact us: www.halfen.com

CONTACT HALFEN WORLDWIDEHALFEN is represented by subsidiaries in the following countries, please contact us:

www.dnvgl.com

Austria HALFEN Gesellschaft m.b.H.Leonard-Bernstein-Str. 101220 Wien

Phone: +43 - 1 - 259 6770 E-Mail: [email protected]: www.halfen.at

Belgium / Luxembourg HALFEN N.V.Borkelstraat 1312900 Schoten

Phone: +32 - 3 - 658 07 20E-Mail: [email protected]: www.halfen.be

Fax: +32 - 3 - 658 15 33

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Phone: +86 - 10 5907 3200E-Mail: [email protected]: www.halfen.cn

Fax: +86 - 10 5907 3218

Czech Republic HALFEN s.r.o.Business Center ŠafránkovaŠafránkova 1238/1155 00 Praha 5

Phone: +420 - 311 - 690 060E-Mail: [email protected]: www.halfen.cz

Fax: +420 - 235 - 314 308

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Phone: +33 - 1 - 445231 00E-Mail: [email protected]: www.halfen.fr

Fax: +33 - 1 - 445231 52

Germany HALFEN Vertriebsgesellschaft mbHLiebigstr. 14 40764 Langenfeld

Phone: +49 - 2173 - 970 - 0E-Mail: [email protected]: www.halfen.de

Fax: +49 - 2173 - 970 225

Italy HALFEN S.r.l. Soc. UnipersonaleVia F.lli Bronzetti N° 2824124 Bergamo

Phone: +39 - 035 - 0760711E-Mail: [email protected]: www.halfen.it

Fax: +39 - 035 - 0760799

Netherlands HALFEN b.v.Oostermaat 37623 CS Borne

Phone: +31 - 74-267 14 49E-Mail: [email protected]: www.halfen.nl

Fax: +31 - 74-267 26 59

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Phone: +47 - 51 82 34 00E-Mail: [email protected]: www.halfen.no

Poland HALFEN Sp. z o.o.Ul. Obornicka 28760-691 Poznan

Phone: +48 - 61 - 622 14 14E-Mail: [email protected]: www.halfen.pl

Fax: +48 - 61 - 622 14 15

Spain HALFEN IBERICA, S.L.Polígono Industrial Santa Ana c/ Ignacio Zuloaga 2028522 Rivas-Vaciamadrid

Phone: +34 916 669 181E-Mail: [email protected]: www.halfen.es

Fax: +34 916 669 661

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Phone: +46 - 31 - 98 58 00E-Mail: [email protected]: www.halfen.se

Fax: +46 - 31 - 98 58 01

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Phone: +41 - 44 - 849 78 78E-Mail: [email protected]: www.halfen.ch

Fax: +41 - 44 - 849 78 79

United Kingdom /Ireland

HALFEN Ltd.A1/A2 Portland CloseHoughton Regis LU5 5AW

Phone: +44 - 1582 - 47 03 00E-Mail: [email protected]: www.halfen.co.uk

Fax: +44 - 1582 - 47 03 04

United States of America HALFEN USA Inc. PO Box 18687 San Antonio TX 78218

Phone: +1 800.423.91 40E-Mail: [email protected]: www.halfenusa.com

Fax: +1 877.683.4910

For countries not listed HALFEN International

HALFEN International GmbHLiebigstr. 14 40764 Langenfeld / Germany

Phone: +49 - 2173 - 970 - 0 E-Mail: [email protected]: www.halfen.com

Fax: +49 - 2173 - 970 - 849

Documents

DETAN TENSION ROD SYSTEM ETA DT-S 04/18- E...ETA-05/0207 Page 3 of 19 1 20 April 2018 English translation prepared by DIBt Specific part 1 Technical description of the product The